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Home My WebLink About2909 S Daimler St - PlanWH FD FD UP UP UP UP UP EXISTING PLANNING & BUILDING TABULATIONS SCOPE OF WORK CONVERSION OF EXISTING STORAGE ROOM TO YOUTH ASSEMBLY ROOM (1,445 SF TOTAL AREA) - AS APPROVED UNDER CONDITIONAL USE PERMIT NO. 2022-13: CONSTRUCTION OF (1) INTERIOR PARTITION & (1) DOOR MODIFICATION OF EXISTING MECHANICAL & LIGHTING SYSTEMS PROJECT DIRECTORY TENANT/CLIENT: COMPASS BIBLE CHURCH CONTACT: BOB DUMONT 2909 DAIMLER STREET SANTA ANA, CA 92705 TEL: (714) 290 - 2593 EMAIL: BOB@COMPASSCHURCH.ORG OWNER: DAIMLER COMMERCE PARTNERS, LP 2 TASMAN SEA NEWPORT COAST, CA 92657 EMAIL: FHUANG39@GMAIL.COM ARCHITECT/ APPLICANT: ELEMENTS ARCHITECTURE, INC. 6B LIBERTY, SUITE 100 ALISO VIEJO, CA 92656 CONTACT: SHELLEY MACDONALD TEL: (714) 917-7244 EMAIL: STHOMPSON@ELEMENTSARCH.COM PROJECT:COMPASS BIBLE CHURCH - YOUTH ROOM PROJECT ADDRESS:2909 DAIMLER STREET SANTA ANA, CA 92705 LEGAL DESCRIPTION:THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, & IS DESCRIBED AS FOLLOWS: PARCEL 2, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP FILED IN BOOK 30 PAGE 19 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. EXCEPTIN THEREFROM, ONE-HALF OF ALL OIL, GAS, MINERALS, HYDROCARBONS & ASSOCIATED SUBSTANCES LYING BELOW A DEPTH OF 500 FT. FROM THE SURFACE OF SAID LAND, W/O THE RIGHT OF SURFACE OR SUBSURFACE ENTRY ABOVE A DEPTH OF 500 FT. FROM THE SURFACE OF SAID LAND, AS RESERVED IN DEED RECORDED AUGUST 9, 1968 IN BOOK 8685 PAGE 900 OF OFFICIAL RECORDS OF ORANGE COUNTY. ACCESSORS PARCEL NO.:430-191 -08 FLOOR AREA RATIO:0.39 ZONING DESIGNATION:PROFESSIONAL (P) LAND USE DESIGNATION:PROFESSIONAL & ADMINISTRATIVE OFFICE (PAO) LOT NUMBER(S):LOT 116 LOT AREA:122,099 SF = 2.803 AC. (NO PROPOSED CHANGE) NUMBER OF STORIES:TWO CONSTRUCTION TYPE:TYPE III-B OCCUPANCY CLASSIFICATION:ASSEMBLY (A-3), BUSINESS (B), STORAGE (S-2) *C.B.C. SEC. 508.3 NON-SEPARATED OCCUPANCIES ALLOWABLE ACTUAL BUILDING AREA:28,500 SF 23,538 SF BUILDING HEIGHT:75 FT.+/-22 FT. NO. OF STORIES:THREE TWO ZONING: REQUIRED PROVIDED MAX. STRUCTURE HEIGHT:+35 FT.+/-22 FT. SETBACKS: FRONT: 15 FT.54.28 FT. SIDE (STREET ABUTMENT): 15 FT.N/A SIDE (INT. SIDE PROP. LINES): 5 FT.35.00 FT. REAR (*): 50 FT.N/A REAR: 10 FT.44.61 FT. (*) MAINTAIN SETBACK IF LOT ABUTTING ON REAR PROPERTY LINE IS A PARCEL USED OR ZONED FOR RESIDENTIAL PURPOSES. CONSTRUCTION TYPE:III-B, FULLY SPRINKLERED (NFPA 13) OCCUPANCY CLASSIFICATION:A3, B, S2 (NON-SEPARATED PER CBC 508.3) EXISTING BUILDING AREAS: OVERALL BUILDING GROUND FLOOR ADJACENT TENANTS (B OCCUPANCY) = 23,888 SF COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 19,850 SF TOTAL 43,738 SF SECOND FLOOR COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 3,688 SF TOTAL 3,688 SF TOTAL 47,426 SF TENANT AREA GROUND FLOOR COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 19,850 SF SECOND FLOOR COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 3,688 SF TOTAL 23,538 SF HEIGHT (PER CBC TABLE 504.3): ALLOWABLE ACTUAL 60' *22'-0 (EXISTING) *USE A OCCUPANCY; MOST RESTRICTIVE STORIES (PER CBC TABLE 504.4): ALLOWABLE ACTUAL 2*2 (EXISTING) *USE A-3 OCCUPANCY; MOST RESTRICTIVE ALLOWABLE AREA (PER CBC TABLE 506.2): ALLOWABLE ACTUAL 24,000 SF**19,850 SF (GROUND) 3,688 SF (SECOND) 48,000 SF **23,538 SF (TOTAL) **Aa = (At + (NS X If) X Sa = (18,000 + (6, 000 X 1 ) X 2 = 48,000 (24,000 PER FLOOR) VICINITY MAPKEY SITE PLAN PLANNING BUILDING ELECTRICAL & MECHANICAL ENGINEER: MEP ENERGY SOLUTIONS GROUP, INC. 79705 STAR FLOWER TRAIL LA QUINTA, CA 92253 CONTACT: BENNETT HEALY TEL: (562) 439 - 2935 EMAIL: BHEALY@MEPESG.COM ABBREVIATIONS: GENERAL NOTES 1. THE ARCHITECT WILL BE THE INTERPRETER OF THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS & THE JUDGE OF THE PERFORMANCE THERE UNDER BY BOTH THE OWNER & THE CONTRACTOR. 2. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & AS REQUIRED BY THE CURRENT EDITION OF THE C.B.C., & LOCAL CODES & AUTHORITIES. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE SPECIFICATIONS OR DRAWINGS OR IN THE WORK DONE BY OTHERS FROM THE CONSTRUCTION DOCUMENTS THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. IF THE CONTRACTOR PROCEEDS WITH THE WORK KNOWING OF AN ERROR, INCONSISTENCY, OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THE ARCHITECT. 4. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS & SPECIFICATIONS, THE SPECIFICATIONS SHOULD TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD &/OR MATERIALS. 5. THE CONTRACTOR SHALL CONFINE THEIR OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. THE WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS & THE CONTRACT DOCUMENTS. 6. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS & LITTER, & SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB- CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH & DEBRIS AS A RESULT OF HIS OPERATIONS. 7. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED & PROTECTED TO PREVENT DAMAGE & DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAY BE CAUSE REJECTION OF WORK. 8. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF THEIR WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY & SHALL NOT ENDANGER ANY WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING & REPLACING OF MATERIALS & SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION MATCH SURROUNDING SIMILAR SURFACES. 9. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN APPROVED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS & SAMPLES. 10. DIMENSIONS: A. ALL DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. B. ALL DIMENSIONS TO WOOD STUDS ARE TO FACE OF FRAMING, U.O.N. C. ALL DIMENSIONS TO METAL STUDS ARE TO CENTER OF FRAMING, U.O.N. D. CEILING HEIGHT DIMENSIONS ARE FROM THE FINISH FLOOR SLAB TO THE FACE OF CEILING FINISH MATERIAL UNLESS OTHERWISE NOTED. 11. SAMPLES OF ALL COLORS & MATERIALS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW & APPROVAL PRIOR TO ORDERING OF PRODUCTS OR COMMENCING RELATED WORK. 12. SUBSTITUTIONS OF MATERIALS HAVING LIKE QUALITY TO THOSE SPECIFIED OR NOTED WILL BE CONSIDERED BY THE ARCHITECT. WHERE DESIGN OR DETAIL MODIFICATIONS ARE REQUIRED TO INCORPORATE THESE SUBSTITUTIONS, THE CONTRACTOR SHALL PROVIDE ALL DRAWINGS & DATA TO THE ARCHITECT FOR APPROVAL AS REQUESTED TO VERIFY THE QUALITY & CHARACTER OF THE PRODUCTS & SHOWING THEIR CORRECT INCORPORATION INTO THE PROJECT. THE CONTRACTOR SHALL NOT MAKE CHANGES WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT. 13. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL SUB-CONTRACTORS HAVE ACCESS TO ALL OF THE VARIOUS DISCIPLINE DRAWINGS TO ACCOMPLISH THE WORK SPECIFIED IN THE CONTRACT DOCUMENTS. 14. AT LEAST 50% OF CONSTRUCTION WASTE MATERIALS ARE TO BE RECYCLED. 15. PROVIDE ALL NECESSARY BLOCKING, BACKING & FRAMING FOR LIGHT FIXTURES, ELECTRIC UNITS, A/C EQUIPMENT & ALL OTHER ITEMS AS REQUIRED. 16. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODE TO ALL CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQUIRED WITH ARCHITECT PRIOR TO INSTALLATION. 17. WHERE LARGER STUDS OR FURRING IS REQUIRED TO COVER PIPING & CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL LENGTH OF THE WALL WIDTH & LENGTH WHERE THE FURRING OCCURS. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FEES & FOR OBTAINING THE PERMITS FOR THE MECHANICAL, ELECTRICAL & PLUMBING SYSTEMS. THESE SYSTEMS SHALL MEET THE REQUIREMENTS OF ALL LOCAL CODES & ORDINANCES, & THE REQUIREMENTS OF ALL CURRENT STATE & FEDERAL CODES. 19. THE CONTRACTOR SHALL PAY FOR THE MAIN ARCHITECTURAL BUILDING PERMIT. THE CONTRACTOR WILL BE REIMBURSED BY THE OWNER FOR THE COST OF THIS PERMIT. ALL OTHER PERMIT FEES SHALL BE PAID BY THE GENERAL CONTRACTOR. 20. THE PROJECT CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO MAINTAIN BUILDING SAFEGUARDS, EXITS & FIRE PROTECTION DEVICES. PROTECT ADJACENT PROPERTIES, WORKERS, PEDESTRIANS & OTHER PERSONS DURING EXCAVATION & CONSTRUCTION OPERATIONS. 21. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. SYMBOLS LEGEND DETAIL IDENTIFICATION BUILDING DETAIL: SHEET WHERE DETAIL LOCATED BUILDING SECTION: SECTION IDENTIFICATION SHEET WHERE SECTION LOCATED GRID LINE HEAD DOOR REFERENCE KEYNOTE REFERENCE REVISION ? 0 1 A101 SIM 1ROOM NUMBER Room name 101 AA-0 FINISH REFERENCE WALL TYPE REFERENCE DETAIL REFERENCE: DETAIL IDENTIFICATION SHEET WHERE DETAIL LOCATED 1 A101 ? ? 1 A101 # POUND OR NUMBER @ AT ℄ CENTERLINE ∠ ANGLE ⌀ DIAMETER --------------------------------------------- A.B. ANCHOR BOLTS A.D. AREA DRAIN A/C AIR-CONDITIONING A.C. ASPHALTIC CONCRETE A.C.T. ACOUSTIC CEILING TILE ACCESS. ACCESSIBLE ACOUS. ACOUSTICAL ADJ. ADJUSTABLE AGGR. AGGREGATE ALUM. ALUMINUM ALT. ALTERNATE ANOD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT ASS. ASBESTOS ASSY. ASSEMBLY --------------------------------------------- B.BASE B.N.BOUNDARY NAILING B.O.BOTTOM OF B.U.BUILT-UP BD.BOARD BETW.BETWEEN BEV.BEVEL BITUM.BITUMINOUS BLDG.BUILDING BLK.BLOCK BLKG.BLOCKING BM.BEAM BOT.BOTTOM BRG.BEARING BSMT.BASEMENT --------------------------------------------- C.B. CATCH BASIN C.F. CUBIC FOOT C.G. CORNER GUARD C.I.P. CAST-IN-PLACE C.J. CONSTRUCTION JOINT C.I. CAST IRON C.M.U. CONCRETE MASONRY UNIT C.O. CASED OPENING C.Y. CUBIC YARD CAB. CABINET CEM. CEMENT CER. CERAMIC CHAM. CHAMFER(ED) CLG. CEILING CLKG. CAULKING CLO. CLOSET CLR. CLEAR CNTR. COUNTER CO. CLEANOUT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CORR. CORRIDOR CPT. CARPET CSMT. CASEMENT CT. CERAMIC TILE CTR. CENTER CTSK. COUNTERSUNK --------------------------------------------- D.F.DRINKING FOUNTAIN D.H.DOUBLE HUNG D.L.DEAD LOAD D.S.P.DRY STANDPIPE DBL.DOUBLE DEMO.DEMOLITION DEP.DEPRESS(ED) DEPT.DEPARTMENT DIA.DIAMETER DIM.DIMENSION DISP.DISPENSER DIAG.DIAGONAL DN.DOWN DR.DOOR DS.DOWNSPOUT DTL.DETAIL DWG.DRAWING DWR.DRAWER --------------------------------------------- E.EAST E.B.EXPANSION BOLT E.F.EACH FACE E.J.EXPANSION JOINT E.P.ELECTRICAL PANELBOARD E.W.C.ELECTRICAL WATER COOLER EA.EACH ELAST.ELASTOMERIC ELECT.ELECTRICAL ELEV.ELEVATION EMER.EMERGENCY ENCL.ENCLOSURE EQ.EQUAL EQUIP.EQUIPMENT EQUIV.EQUIVALENT ESMT.EASEMENT (E)EXISTING EXIST.EXISTING EXP.EXPANSION EXPO.EXPOSED EXT.EXTERIOR --------------------------------------------- F.A.FIRE ALARM F.D.FLOOR DRAIN F.E.FIRE EXTINGUISHER F.E.C.FIRE EXTINGUISHER CABINET F.F.FINISH FLOOR F.H.FIRE HYDRANT F.H.C.FIRE HOSE CABINET F.N.FIELD NAILING F.O.FACE OF F.O.C.FACE OF CONCRETE F.O.F.FACE OF FINISH F.O.M.FACE OF MASONRY F.O.S.FACE OF STUD FAB.FABRICATE(D)(ION) FDN.FOUNDATION (FF)FACTORY FINISH -------------------------------------------- FGL.FIBERGLASS FIN. OR F.FINISH FLASH.FLASHING FLR.FLOOR FLUOR.FLUORESCENT FPRF.FIREPROOF FT.FOOT OR FEET FTG.FOOTING FURN.FURNITURE FURR.FURRING FUT.FUTURE FXTR.FIXTURE -------------------------------------------- G.B. GRAB BAR G.C. GENERAL CONTRACTOR G.I. GALVANIZED IRON GA. GAUGE GALV. GALVANIZED GENL. GENERAL GL. GLASS GLB. GLUED LAMINATED BEAM GND. GROUND GR. GRADE GRVL. GRVL. GT. GROUT GUT. GUTTER GYP. GYPSUM GYP.BD. GYPSUM BOARD GYP.PLAS. GYPSUM PLASTER --------------------------------------------- H.B.HOSE BIBB H.M.HOLLOW METAL H.V.A.C.HEATING/VENTILATING/AIR-CONDITIONING H.C.HOLLOW CORE HDR.HEADER HDWD.HARDWOOD HDWR.HARDWARE HGR.HANGER HGT.HEIGHT HORIZ.HORIZONTAL HP.LAM.HIGH-PRESSURE LAMINATE HR.HOUR HTR.HEATER HYD.HYDRANT HYDR.HYDRAULIC --------------------------------------------- I.D.INSIDE DIAMETER (DIM.) IN.INCHES INCAN.INCANDESCENT INCL.INCLUDE(D)(ING) INFO.INFORMATION INSP.INSPECT(ING)(ION) INSTL.INSTALL(ATION) INSUL.INSULATION INT.INTERIOR --------------------------------------------- JAN.JANITOR JST.JOIST JT.JOINT --------------------------------------------- K.D.KILN DRIED KIT.KITCHEN --------------------------------------------- L.F.LINEAR FOOT L.H.LEFT-HAND L.L.LIVE LOAD L.V.T.LUXURY VINYL TILE LAB.LABORATORY LAM.LAMINATE LAV.LAVATORY LB.POUND LBS.POUNDS LDGR.LEDGER LIN.LINEAR LKR.LOCKER LOC.LOCATION LT.LIGHT LT.WT.LIGHT-WEIGHT LTG.LIGHTING -------------------------------------------- M.B.MACHINE BOLT M.C.MEDICINE CABINET MAS.MASONRY MATL.MATERIAL MAX.MAXIMUM MECH.MECHANICAL MED.MEDIUM MEMB.MEMBRANE MEZZ.MEZZANINE MFR.MANUFACTURER MH.MANHOLE MIN.MINIMUM MIR.MIRROR MISC.MISCELLANEOUS MLWK.MILLWORK MTD.MOUNTED MTG.MOUNTING MTL.METAL MTR.MORTAR MUL.MULLION -------------------------------------------- (N)NEW N.NORTH N.A.NOT APPLICABLE N.I.C.NOT IN CONTRACT N.T.S.NOT TO SCALE NO.NUMBER NOM.NOMINAL -------------------------------------------- O.A.OVERALL O.C.ON CENTER O.D.OUTSIDE DIAMETER O/OVER OBS.OBSCURE OCC.OCCUPANTS OFC.OFFICE OPNG.OPENING OPP.OPPOSITE OVHD.OVERHEAD --------------------------------------------- P.LAM. PLASTIC LAMINATE P.G. PAINT GRADE P.T. PRESSURE TREATED PAR. PARALLEL PARTN. PARTITION PCF. POUNDS PER CUBIC FOOT PEMB. PRE-ENGINEERED METAL BUILDING PERF. PERFORATE PERP. PERPENDICULAR PLAS. PLASTIC PLUMB. PLUMBING PLF. POUNDS PER LINEAL FOOT PLYWD. PLYWOOD PNL. PANEL PNT. PAINT PR. PAIR PRCST. PRECAST PREFAB. PREFABRICATE(D) PREFIN. PREFINISH(ED) PROP. PROPERTY PSI. POUNDS PER SQUARE INCH PT. POINT PTN. PARTITION PVC. POLYVINYLCHLORIDE PVMT. PAVEMENT ------------------------------------------- Q.T.QUARRY TILE QTY.QUANTITY QUAL.QUALITY --------------------------------------------- R.RISER R.D.ROOF DRAIN R.H.RIGHT-HAND R.O.ROUGH OPENING R.W.L.RAIN WATER LEADER RAD.RADIUS RBR.RUBBER REC.RECESSED REF.REFERENCE REFR.REFRIGERATOR REINF.REINFORCE(D) REQ.REQUIRED RESIL.RESILIENT REV.REVISE OR REVISION RFG.ROOFING RGTR.REGISTER RLG.RAILING RM.ROOM RND.ROUND --------------------------------------------- S. SOUTH S.C. SOLID CORE S.C.W. SOLID CORE WOOD S.S. STAINLESS STEEL S.SK. SERVICE SINK SCHED. SCHEDULE SECT. SECTION SH. SHELF SHR. SHOWER SHT. SHEET SIM. SIMILAR SPEC. SPECIFICATION SQ. SQUARE ST. STAIN STA. STATION STAG. STAGGER(ED) STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL SYS. SYSTEM --------------------------------------------- T&B TOP & BOTTOM T&G TONGUE & GROOVE T.TEMPERED T.O.TOP OF T.O.C.TOP OF CURB T.O.P.TOP OF PARAPET T.O.PL.TOP OF PLATE T.O.R.TOP OF ROOF T.O.S.TOP OF SLAB T.P.TOP OF PAVEMENT T.S.TUBE STEEL T.V.TELEVISION T.W.TOP OF WALL TEL.TELEPHONE TEMP.TEMPORARY TER.TERRAZZO THK.THICK THRD.THREAD(ED) THRES.THRESHOLD TI.TILE TR.TREAD TYP.TYPICAL --------------------------------------------- U.O.N.UNLESS OTHERWISE NOTED UNF.UNFINISHED UR.URINAL UTIL.UTILITY --------------------------------------------- V.VINYL V.C.T.VINYL COMPOSITION TILE V.I.F.VERIFY IN FIELD V.P.VINYL PLANK V.S.VINYL SHEET VERT.VERTICAL VEST.VESTIBULE VNR.VENEER ------------------------------------------- W/WITH W/O WITHOUT W.WEST W.C.WATER CLOSET W.GL.WIRE GLASS W.I.WROUGHT IRON W.V.WOOD VENEER W.W.F.WELDED WIRE FABRIC WD.WOOD WDW.WINDOW WF.WIDE FLANGE W.P.WATERPROOF(ING) WSCT.WAINSCOT WT.WEIGHT A B C D E F G H I J K L M N O P Q R S T U V W F APPLICABLE CODES & STANDARDS 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, CBSC 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, CBSC 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, CBSC 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, CBSC 2022 CALIFORNIA ENERGY CODE, PART 6, CBSC 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 BUILDING ENERGY EFFICIENCY STANDARDS CODE SANTA ANA MUNICIPAL CODE (SAMC) LIST OF FEDERAL CODES & STANDARDS AMERICANS WITH DISABILITIES ACT (ADA), TITLE II OR TITLE III FOR TITLE II: UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) OR ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36) FOR TITLE III: ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PAR 36) DEFERRED SUBMITTALS THIS PROJECT HAS BEEN PERMITTED WITHOUT REVIEW &/OR APPROVAL OF THE FOLLOWING DEFERRED SUBMITTALS. PLANS APPROVED BY THE CITY SHALL BE OBTAINED FOR EACH DEFERRED ITEM LISTED BELOW PRIOR TO COMMENCING ANY WORK W/IN THE SCOPE OF SUCH DEFERRAL. DEFERRALS MUST BE REVIEWED & ACCEPTED BY THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO SUBMITTING FOR REVIEW W/ THE CITY: 1. MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM (IF / AS REQUIRED) 2. MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM (IF / AS REQUIRED) FULLY "BUILT-OUT" APPROVED PLAN PER CONDITIONAL USE PERMIT NO. 2022-13 EXISTING/CURRENT PLAN, AS PERMITTED & CONSTRUCTED UNDER #101109480 PROPOSED SCOPE OF WORK UNDER THIS PERMIT YOUTH ASSEMBLY ADJACENT TENANT (NOT IN SCOPE) ADJACENT TENANT (NOT IN SCOPE) STORAGE STORAGE E DYER RD. W MACARTHUR BLVD. E D Y E R RD. E WARNER AVE. E DE E R A V E . DA I M L E R S T . PROJECT LOCATION 2915 2909 23,538 SF 2-STORY A-3 OCCUPANCY COMPASS CHURCH 11,944 SF 1 -STORY B OCCUPANCY WATER TECHNIQUES 2917 11,944 SF 1 -STORY B OCCUPANCY PRIMEGEN BIOTECH EXISTING 3-HOUR FIRE WALL DAIMLER STREET AL T O N A V E N U E 3009 3001 2921 2915-2917 29012909 PCM IRVINE CHEERLEADING WATER TECHNIQUES, PRIMEGEN BIOTECHREGAL TECHNOLOGY PARTNERS NKMAX BIOTECH HGST "A WESTERN DIGITAL CO." NORTH A1.1 1 AREA OF WORK COMPASS BIBLE CHURCH PROJECT NORTH TRUE NORTH (E) STAIR ADJACENT TENANT (NOT IN SCOPE) EXISTING AREA TO REMAIN NEW INTERIOR PARTITION & DOOR EXISTING STORAGE ROOM TO BE CONVERTED TO YOUTH ASSEMBLY YOUTH ASSEMBLYNEW CURTAIN STORAGE M. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECTM. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO. DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD 1 / 9 / 2 0 2 5 8 : 2 2 : 0 6 A M 21.105 TENANT IMPROVEMENT (YOUTH ROOM) 2909 DAIMLER STREET SANTA ANA, CA 92705 G0.0 COVERSHEET COMPASS BIBLE CHURCH, TUSTIN SANTA ANA SHEET INDEX SHEET NO. DESCRIPTION ARCHITECTURAL A0.1 CODE ANALYSIS & EGRESS PLAN A1.1 EXISTING SITE PLAN (FOR REFERENCE ONLY) A2.1 PROPOSED GROUND FLOOR PLAN A2.2 EXISTING SECOND FLOOR PLAN (FOR REFERENCE ONLY) A4.1 PROPOSED GROUND FLOOR REFLECTED CEILING PLAN A5.1 SECTIONS & DETAILS ELECTRICAL E0.1 LEGEND, SCHED., GENERAL NOTES & ABBREVIATIONS E0.2 DETAILS & SCHEDULES E0.3 LIGHTING CONTROL DETAILS E2.1 ELECTRICAL FIRST FLOOR LIGHTING PLAN E4.1 SINGLE LINE DIAGRAM & PANEL SCHEDULES E5.1 ELECTRICAL SPECIFICATIONS E6.1 TITLE 24 CALCULATIONS MECHANICAL M0.1 LEGEND, SCHED., GENERAL NOTES & ABBREVIATIONS M0.2 MECHANICAL DETAILS M2.1 MECHANICAL FIRST FLOOR PLAN M3.1 MECHANICAL ROOF PLAN M4.1 MECHANICAL SPECIFICATIONS (UNDER SEPARATE PERMIT) (UNDER SEPARATE PERMIT) G0.0 COVERSHEET 01 - 00- 06- 05- Bldg #101122238 APPROVALS: PLNG - F. Arias BLDG - W. Lee POLICE - B. Martin PUBLIC WORKS - Y. Soto 2909 S Daimler St 4/16/2025 WH FD FD UP UP UP UP UP FIRE & LIFE SAFETY LEGEND EXIT SIGN - CEILING / WALL MOUNTED DIRECTIONAL EXIT SIGN - CEILING / WALL MOUNTED 1. PROVIDE FIRE EXTINGUISHERS AS SHOWN IN PLANS (MINIMUM) - FINAL LOCATIONS TO BE DETERMINED BY FIRE DEPARTMENT INSPECTOR. 2. EXITS, EXIT ACCESS DOORS AND PATHS OF EGRESS TRAVEL THAT IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS SHALL BE MARKED BY AN APPROVED EXIT SIGN THAT IS READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALLL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (NOTE: ADDITIONAL EXITS SIGNS MAY BE REQUIRED AT TIME OF FIELD INSPECTION.) 3. EXIT ACCESS SHALL NOT PASS THROUGH A ROOM WHICH CAN BE LOCKED TO PREVENT EGRESS 4. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3). 5. ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC SECTION 1013.5.) 6. EMERGENCY POWER SUPPLY TO ILLUMINATE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUTES. 7. IN THE EVENT OF A POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBY, CORRIDOR AND EXTERIOR DOOR LANDING. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT-CANDLE AT FLOOR LEVEL (CBC 1008.3.4). 8. ALL TACTILE SIGNAGE SHALL BE MOUNTED AT LATCH SIDE OF DOOR. TACTILE EXIT SIGN, SEE NUMBER OF OCCUPANTS EXITING SPACE .... .EXIT EXISTING WALL-MOUNTED FIRE-EXTINGUISHER, RATED 2-A/10B/C 10 INDICATES PANIC HARDWARE AT DOORPANIC FE MAX OCCUPANCY SIGN, SEE OCC ASSISTIVE LISTENING SYSTEM SIGN, SEE ALS ASSISTIVE LISTENING SYSTEM NOTES 1. PROVIDE ASSISTIVE LISTENING SYSTEM AT ASSEMBLY AREAS, CONFERENCE AND MEETING ROOMS IN ACCORDANCE WITH CBC SECTION 11B-219 AND 11B-706 2. TOTAL NUMBER OF RECEIVERS SHALL BE EQUAL TO 4% TOTAL NUMBER OF SEATS, BUT NO LESS THAN 2 3. 25% OF MINIMUM RECEIVERS PROVIDED, BUT NO LESS THAN TWO, SHALL BE HEARING-AID COMPATIBLE PER 11B-219.3 4. AREAS WITH SYSTEM SHALL BE WITHIN 50' VIEWING DISTANCE OF STAGE OR PLAYING AREA AND HAVE COMPLETE VIEW OF STAGE OR PLAYING AREA, WHERE APPLICABLE. 5. RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL INCLUDE 1/8" STANDARD MONO JACK 6. RECEIVERS REQUIRED TO BE HEARING-AID COMPATIBLE SHALL INTERFACE WITH TELECOILS IN HEARING AIDS THROUGH THE PROVISION OF NECKLOOPS 7. ASSISTIVE LISTENING SYSTEMS SHALL BE CAPABLE OR PROVIDING A SOUND PRESSURE LEVEL OF 110 dB MINIMUM AND 118 dB MAXIMUM WITH A DYNAMIC RANGE ON THE VOLUME CONTROL OF 50 dB. 8. THE SIGNAL-TO-NOISE RATIO FOR INTERNALLY GENERATED NOISE IN ASSISTIVE LISTENING SYSTEMS SHALL BE 18dB MINIMUM 9. PEAK CLIPPING SHALL NOT EXCEED 18 dB OF CLIPPING RELATIVE TO PEAKS OF SPEECH FIRE & LIFE SAFETY NOTES THIS PROJECT CONSISTS OF AN EXISTING ONE-STORY CONCRETE AND WOOD FRAMED STRUCTURE. BUILDING IS SEPARATED FROM ADJACENT BUILDING BY EXISTING 3-HOUR FIRE WALL -SEE DIAGRAM BELOW. THE TENANT SPACE IS EQUIPPED WITH AN EXISTING NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. CONSTRUCTION TYPE:III-B, FULLY SPRINKLERED (NFPA 13) OCCUPANCY CLASSIFICATION: A3, B, S2 (NON-SEPARATED PER CBC 508.3) BUILDING AREA: TENANT AREA OF WORK GROUND FLOOR = 19,850 SF SECOND FLOOR = 3,688 SF TOTAL 23,538 SF HEIGHT (PER CBC TABLE 504.3):ALLOWABLE ACTUAL 60' *22'-0 (EXISTING) *USE A OCCUPANCY; MOST RESTRICTIVE STORIES (PER CBC TABLE 504.4): ALLOWABLE ACTUAL 2*2 (EXISTING) *USE A-3 OCCUPANCY; MOST RESTRICTIVE ALLOWABLE AREA (PER CBC TABLE 506.2):ALLOWABLE ACTUAL 24,000 SF PER FLOOR**19,850 SF (GROUND) 3,688 SF (SECOND) 48,000 SF **23,538 SF (TOTAL) **Aa = (At + (NS X If) X Sa =(18,000 + (6, 000 X 1 ) X 2 = 48,000 (24,000 PER FLOOR) EXISTING BUILDING CODE ANALYSIS (E) OFFICE 205 (E) OFFICE 206 (E) OFFICE 204 (E) OFFICE 203 (E) OFFICE 202 (E) HALLWAY 201 (E) STOR. 207 3 2 4 3 2 9 25 .... .EXIT 1 VOID 2915 2909 23,538 SF 2-STORY A-3 OCCUPANCY (AREA OF WORK) COMPASS CHURCH 11,944 SF 1-STORY B OCCUPANCY WATER TECHNIQUES 2917 11,944 SF 1-STORY B OCCUPANCY PRIMEGEN BIOTECH EXISTING 3-HOUR FIRE WALL (E) STAIR ADJACENT TENANT (NOT IN SCOPE)(E) 3-HOUR FIRE WALL(E) 3-HOUR FIRE WALL NOTES: • SEE SITE PLAN FOR ASSUMED PROPERTY LINE INFORMATION • EXISTING EXTERIOR WALLS ARE 8" THICK CONCRETE TILT-UP, WHICH HAVE A FIRE-RESISTANCE RATING OF 4 HOURS PER CBC TABLE 721(2) • FIRE WALL EXTENDS 18" PAST EXTERIOR SURFACE OF EXTERIOR WALL PER CBC 706.5 (EAST SIDE) • FIRE WALL PERMITTED TO TERMINATE AT INTERIOR SURFACE OF EXTERIOR WALL (WEST SIDE), PROVIDED EXTERIOR WALL HAS A 1-HOUR MIN. FIRE- RESISTANCE RATING FOR A HORIZONTAL DISTANCE OF NOT LESS THAN 4 FEET, WITH NO OPENINGS -PER CBC 706.5 EXCEPTION 1 • FIRE-RESISTANCE RATING OF ADJACENT EXTERIOR WALLS IS 1-HOUR MIN.; WITH NO OPENINGS, FOR A MINIMUM OF 4 FEET FROM THE INTERSECTION OF THE FIRE WALL TO EXTERIOR WALL (AS REQUIRED BY CBC 706.5.1 #1) (E) OFFICE 109 (E) NURSERY 107 (E) VOID 108 (E) MEETING ROOM 106 (E) MEETING ROOM 105 (E) I.T. ROOM 110 (E) MEETING ROOM 111 (E) MEETING ROOM 112 (E) LUNCH ROOM 113 (E) MEETING ROOM 104 (E) F.R. 104A (E) MEETING ROOM 103 (E) HALLWAY 102 (E) LOBBY 118 (E) MEETING ROOM 114 (E) JAN 115 (E) MEN 116 (E) WOMEN 117 (E) AUDITORIUM 119 (E) STORAGE 120 (E) STORAGE 121 YOUTH ROOM 123 (E) ELECT. 124 (E) LOBBY 101 (E) STAIR 41 23 16 19 18 19 3 2 18 18 2 20 606 5 1 5 103 104 367 87 173 173 297 149 297 EXIT WIDTH RQ'D = 297 X 0.2 = 59.4" EXIT WIDTH PROVIDED = 72" EXIT WIDTH RQ'D = 149 X 0.2 = 29.8" EXIT WIDTH PROVIDED = 36" 301 153 EXIT WIDTH RQ'D = 153 X 0.2 = 30.6" EXIT WIDTH PROVIDED = 36" EXIT WIDTH RQ'D = 301 X 0.2 =60.2" EXIT WIDTH PROVIDED = 72" 25 NOTE: DESIGN PROPOSES MULTIPLE EXITS WITH NO SINGLE WELL-DEFINED “MAIN EXIT”. THEREFORE, EXITS HAVE BEEN DISTRIBUTED AROUND THE PERIMETER OF THE BUILDING AS SHOWN, TO MEET REQUIREMENTS PER CBC 1029.2. FE FE FE FE FE PANIC PANIC PANIC PANIC PANIC PANIC PANIC PANIC EXISTING 3-HOUR FIRE WALL OVERALL BUILDING DIAGONAL = 216'-0" OVERALL BUILDING EXIT SEPARATION = 121'-10" > 1/3 (216'-0") AUDITORIUM DIAGONAL = 82'-8" AUDITORIUM EXIT SEPARATION = 51'-8" > 1/3 (82'-8") PANIC 174 NOTE: STORAGE ROOM DOES NOT CONTAIN ANY STORAGE ITEMS TALLER THAN 6 FEET, AND NO CHEMICALS WILL BE STORED OR USED WITHOUT PROPER PERMISSION FROM OCFA. 207 EXIT WIDTH RQ'D = 104 X 0.2 = 20.8" EXIT WIDTH PROVIDED = 36" OVERALL DIAGONAL = 57'-2" EXIT SEPARATION = 43'-3" > 1/3 (57'-2") EXIT WIDTH RQ'D = 103 X 0.2 = 20.6" EXIT WIDTH PROVIDED = 36" PANIC PANIC .... .EXIT (E) (E) .... .EXIT OCC ALS (N) (N) (N) (N) (E) (E) 11 A5.1 12 A5.1 13 A5.1 M. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECTM. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD 1/ 9 / 2 0 2 5 8 : 2 2 : 1 4 A M 21.105 TENANT IMPROVEMENT (YOUTH ROOM) 2909 DAIMLER STREET SANTA ANA, CA 92705 A0.1 CODE ANALYSIS & EGRESS PLAN COMPASS BIBLE CHURCH, TUSTIN SANTA ANA BUILDING OCCUPANT LOAD CALCULATIONS AND EGRESS SCHEDULE - GROUND FLOOR ROOM OCCUPANT LOAD (PER TABLE 1004.1.2)EXITING NO. NAME SQ. FT. OCCUPANCY FUNCTION OF SPACE OCCUPANT LOAD FACTOR NO. OF OCCUPANTS ONE EXIT - MAX OCCUPANT LOAD PER OCCUPANCY MIN. NO. OF EXITS MINIMUM EXITING DOOR WIDTH (IN INCHES) PROVIDED EXITING DOOR WIDTH (IN INCHES) 101 (E) LOBBY 202 SF A3 Assembly (Concentrated) 5 40.4 49 1 8.1 324 102 (E) HALLWAY 3,756 SF - (none) 103 (E) MEETING ROOM 333 SF A3 Assembly (Unconcentrated) 15 22.2 49 1 4.4 36 104 (E) MEETING ROOM 237 SF A3 Assembly (Unconcentrated) 15 15.8 49 1 3.2 36 104A (E) F.R. 11 SF - (none) 105 (E) MEETING ROOM 273 SF A3 Assembly (Unconcentrated) 15 18.2 49 1 3.6 36 106 (E) MEETING ROOM 260 SF A3 Assembly (Unconcentrated) 15 17.3 49 1 3.5 72 107 (E) NURSERY 279 SF A3 Assembly (Unconcentrated) 15 18.6 49 1 3.7 36 108 (E) VOID 98 SF (none) 109 (E) OFFICE 384 SF B Offices 150 2.6 49 1 0.5 36 110 (E) I.T. ROOM 273 SF B Business Areas 150 1.8 49 1 0.4 36 111 (E) MEETING ROOM 267 SF A3 Assembly (Unconcentrated) 15 17.8 49 1 3.6 36 112 (E) MEETING ROOM 261 SF A3 Assembly (Unconcentrated) 15 17.4 49 1 3.5 36 113 (E) LUNCH ROOM 193 SF B Business Areas 150 1.3 49 1 0.3 36 114 (E) MEETING ROOM 294 SF A3 Assembly (Unconcentrated) 15 19.6 49 1 3.9 36 115 (E) JAN 20 SF - (none) 116 (E) MEN 329 SF - (none) 117 (E) WOMEN 392 SF - (none) 118 (E) LOBBY 1,832 SF A3 Assembly (Concentrated) 5 366.5 49 2 73.3 324 119 (E) AUDITORIUM 4,238 SF A3 Assembly (Concentrated) 7 605.5 49 3 121.1 180 120 (E) STORAGE 324 SF S2 Storage and Stock Rooms 500 0.6 29 1 0.1 36 121 (E) STORAGE 2,411 SF S2 Storage and Stock Rooms 500 4.8 29 1 1.0 36 123 YOUTH ROOM 1,445 SF A3 Assembly (Concentrated) 7 206.4 49 2 41.3 72 124 (E) ELECT. 113 SF - (none) 18,224 SF 1376.8 PLUMBING FIXTURE ANALYSIS TOTAL "A-3" OCCUPANTS = 9,921 SF/30 = 331 OCCUPANTS = 166 MEN, 166 WOMEN WATER CLOSETS URINALS LAVATORIES DF WO M E N ME N 3 6* 3 2 3 WATER CLOSETS URINALS LAVATORIES DF WO M E N M E N 5 9 4 4 6 TO T A L R E Q ' D TO T A L P R O V I D E D WATER CLOSETS URINALS LAVATORIES DF WO M E N M E N 1 1 1 1 1 WATER CLOSETS URINALS LAVATORIES DF WO M E N M E N 2 4 2 1 2 TOTAL "B" OCCUPANTS =3,959 SF / 150 = 27 OCCUPANTS = 14 MEN, 14 WOMEN * TOTAL # REQ'D FOR WOMEN SHALL NOT BE LESS THAN TOTAL # WATER CLOSETS + URINALS REQ'D FOR MEN 1/8" = 1'-0"2SECOND FLOOR CODE ANALYSIS PLAN TRUE NORTH PROJECT NORTH BUILDING OCCUPANT LOAD CALCULATIONS AND EGRESS SCHEDULE - SECOND FLOOR ROOM OCCUPANT LOAD (PER TABLE 1004.1.2)EXITING NO. NAME SQ. FT. OCCUPANCY FUNCTION OF SPACE OCCUPANT LOAD FACTOR NO. OF OCCUPANTS ONE EXIT - MAX OCCUPANT LOAD PER OCCUPANCY MIN. NO. OF EXITS MINIMUM EXITING DOOR WIDTH (IN INCHES) PROVIDED EXITING DOOR WIDTH (IN INCHES) 201 (E) HALLWAY 1,302 SF B Offices 150 8.7 49 1 1.7 36 202 (E) OFFICE 351 SF B Offices 150 2.3 49 1 0.5 60 203 (E) OFFICE 302 SF B Offices 150 2.0 49 1 0.4 36 204 (E) OFFICE 492 SF B Offices 150 3.3 49 1 0.7 72 205 (E) OFFICE 375 SF B Offices 150 2.5 49 1 0.5 36 206 (E) OFFICE 196 SF B Offices 150 1.3 49 1 0.3 36 207 (E) STOR. 91 SF S2 Storage and Stock Rooms 500 0.2 49 1 0.0 36 3,109 SF 20.3 Circulation Serving A (Net) Circulation Serving B (Gross) 19,850 SF 3,688 SF 1 1 2 2 + BF 1/8" = 1'-0"1FIRST FLOOR CODE ANALYSIS PLAN 2909 S Daimler St 4/16/2025 CL D A I M L E R S T R E E T 2909 COMPASS BIBLE CHURCH (E ) T R A S H ADA ADA VAN ADA ADA AD A 30 0 ' - 0 " P . L . 30 0 ' - 0 " P . L . 407'-0" P.L. 407' - 0" P.L. NORTH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 45 46 47 49 50 52 54 56 58 170 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 83 84 85 87 88 89 91 92 93 95 96 97 51 53 55 57 59 60 82 86 90 94 42 43 44 48 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 141 171 172 173 174 175 176 177 178 179 180 98 21 22 ADA VAN ADA 121 122 ADA VANADA R 42' - 0" R 30' - 0"R 42' - 0"R 30' - 0" ADJACENT TENANT- NOT A PART (EXISTING) 54' - 5" EXISTING STAGING AREA ADJACENT TENANT- NOT A PART 29152917 4' - 0" 200 AS S U M E D P R O P E R T Y L I N E 20' - 0" 20' - 0" EXISTING MAXIMUM AREA OF EXTERIOR WALL OPENINGS = NO LIMIT (UNPROTECTED, SPRINKLERED, 20' FIRE SEPARATION DISTANCE) PER CBC TABLE 705.8 EXISTING (3-HOUR MIN. FIRE-RATED) CONCRETE TILT-UP WALL; NO OPENINGS EXISTING MAXIMUM AREA OF EXTERIOR WALL OPENINGS = NO LIMIT (UNPROTECTED, SPRINKLERED, 20' FIRE SEPARATION DISTANCE) PER CBC TABLE 705.8 EV EV EXISTING ACCESSIBLE PARKING AND PATH OF TRAVEL TO BUILDING ENTRY EXISTING ACCESSIBLE PARKING AND PATH OF TRAVEL TO BUILDING ENTRY EXISTING ACCESSIBLE PARKING AND PATH OF TRAVEL TO BUILDING ENTRY AREA OF WORK EXISTING PARKING TABULATIONS ADDRESS USE AREA RATIO RE'D PARKING 2909 DAIMLER CHURCH (AUDITORIUM)* 4,180 SF 1 SPACE PER 50 SF 84 SPACES CHURCH (H.S. YOUTH)* 767 SF**1 SPACE PER 50 SF 15 SPACES 2915 DAIMLER OFFICE 11,944 SF 1 SPACE PER 1,000 SF 36 SPACES 2917 DAIMLER OFFICE 11,944 SF 1 SPACE PER 1,000 SF 36 SPACES TOTAL PARKING SPACES REQUIRED 171 SPACES TOTAL PARKING SPACES PROVIDED 200 SPACES STANDARD = 191 ACCESSIBLE = 9 (6 STANDARD + 3 VAN) NOTES: * SEATING AREAS WITHOUT FIXED SEATS. "SEATING AREAS" SHALL INCLUDE CONGREGATION SEATING, PRAYER AND CRY ROOMS, PASTOR AND CHOIR AREAS, AND SIMILAR AREAS ** 1/2 THE TOTAL AREA OF THE HIGH SCHOOL YOUTH ROOM WAS USED FOR THIS CALCULATION SINCE ROUGHLY 1/2 OF HIGH SCHOOLERS ARE ELIGIBLE TO OBTAIN A DRIVER'S LICENSE. ON AVERAGE THE ACTUAL NUMBER OF LICENSED HIGH SCHOOLERS IS MUCH LESS THAN 1/2 EXISTING PLANNING / ZONING TABULATIONS PROJECT:COMPASS BIBLE CHURCH PROJECT ADDRESS:2909 DAIMLER STREET SANTA ANA, CA 92705 LEGAL DESCRIPTION:THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, & IS DESCRIBED AS FOLLOWS: PARCEL 2, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP FILED IN BOOK 30 PAGE 19 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. EXCEPTIN THEREFROM, ONE- HALF OF ALL OIL, GAS, MINERALS, HYDROCARBONS & ASSOCIATED SUBSTANCES LYING BELOW A DEPTH OF 500 FT. FROM THE SURFACE OF SAID LAND, W/O THE RIGHT OF SURFACE OR SUBSURFACE ENTRY ABOVE A DEPTH OF 500 FT. FROM THE SURFACE OF SAID LAND, AS RESERVED IN DEED RECORDED AUGUST 9, 1968 IN BOOK 8685 PAGE 900 OF OFFICIAL RECORDS OF ORANGE COUNTY. ACCESSORS PARCEL NO.:430-191-08 FLOOR AREA RATIO:0.39 ZONING DESIGNATION:PROFESSIONAL (P) LAND USE DESIGNATION:PROFESSIONAL & ADMINISTRATIVE OFFICE (PAO) LOT NUMBER(S):LOT 116 LOT AREA:122,099 SF = 2.803 AC. NUMBER OF STORIES:2 CONSTRUCTION TYPE:TYPE III-B OCCUPANCY CLASSIFICATION:ASSEMBLY (A-3), BUSINESS (B), STORAGE (S-2) *C.B.C. SEC. 508.3 NON-SEPARATED OCCUPANCIES ALLOWABLE ACTUAL BUILDING AREA:28,500 SF 23,538 SF BUILDING HEIGHT:75 FT.+/-22 FT. NO. OF STORIES:THREE TWO ZONING: REQUIRED PROVIDED MAX. STRUCTURE HEIGHT:+35 FT.+/-22 FT. SETBACKS: FRONT:15 FT.54.28 FT. SIDE (STREET ABUTMENT):15 FT.N/A SIDE (INT. SIDE PROP. LINES): 5 FT.35.00 FT. REAR (*):50 FT.N/A REAR:10 FT.44.61 FT. M. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECTM. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD 1/ 9 / 2 0 2 5 8 : 2 2 : 2 8 A M 21.105 TENANT IMPROVEMENT (YOUTH ROOM) 2909 DAIMLER STREET SANTA ANA, CA 92705 A1.1 EXISTING SITE PLAN (FOR REFERENCE ONLY) COMPASS BIBLE CHURCH, TUSTIN SANTA ANA 1" = 20'-0"1EXISTING SITE PLAN (FOR REFERENCE ONLY) NOTE: NO PUBLIC WAY EXISTS ALONG DAIMLER STREET OR ADJACENT STREETS NO PROPOSED SITEWORK -PLAN & TABULATIONS SHOWN FOR REFERENCE ONLY CONDITIONS OF APPROVAL FOR CONDITIONAL USE PERMIT NO. 2022-13 (FOR REFERENCE) 2909 S Daimler St 4/16/2025 UP UP WH UP UP UP FD FD PROJECT NORTH TRUE NORTH (E) STAIR 1 98765423 A B C ADJACENT TENANT (NOT IN SCOPE) (E) 3-HOUR FIRE WALL(E) 3-HOUR FIRE WALL 47 ' - 8 " - V . I . F . NOTES: • SEE SITE PLAN FOR ASSUMED PROPERTY LINE INFORMATION • EXISTING EXTERIOR WALLS ARE 8" THICK CONCRETE TILT-UP, WHICH HAVE A FIRE-RESISTANCE RATING OF 4 HOURS PER CBC TABLE 721(2) • FIRE WALL SHALL EXTEND 18" PAST EXTERIOR SURFACE OF EXTERIOR WALL PER CBC 706.5 (EAST SIDE) • FIRE WALL PERMITTED TO TERMINATE AT INTERIOR SURFACE OF EXTERIOR WALL (WEST SIDE), PROVIDED EXTERIOR WALL HAS A 1-HOUR MIN. FIRE- RESISTANCE RATING FOR A HORIZONTAL DISTANCE OF NOT LESS THAN 4 FEET, WITH NO OPENINGS -PER CBC 706.5 EXCEPTION 1 • FIRE-RESISTANCE RATING OF ADJACENT EXTERIOR WALLS IS 1-HOUR MIN.; WITH NO OPENINGS, FOR A MINIMUM OF 4 FEET FROM THE INTERSECTION OF THE FIRE WALL TO EXTERIOR WALL (AS REQUIRED BY CBC 706.5.1 #1) EXISTING AREA TO REMAIN (E) OFFICE 109 (E) NURSERY 107 (E) VOID 108 (E) MEETING ROOM 106 (E) MEETING ROOM 105 (E) I.T. ROOM 110 (E) MEETING ROOM 111 (E) MEETING ROOM 112 (E) LUNCH ROOM 113 (E) MEETING ROOM 104 (E) F.R. 104A (E) MEETING ROOM 103 (E) HALLWAY 102 (E) LOBBY 118 (E) MEETING ROOM 114 (E) JAN 115 (E) MEN 116 (E) WOMEN 117 (E) AUDITORIUM 119 (E) STORAGE 120 (E) STORAGE 121 YOUTH ROOM 123 DOOR 3' - 0"6" 24' - 7 1/2" - V.I.F. ALIGN (E) ELECT. 124 36' - 2"24' - 8"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"20' - 3" 201' - 1" (EXISTING OVERALL BUILDING) 50 ' - 3 " 50 ' - 3 " 10 0 ' - 6 " ( E X I S T I N G O V E R A L L B U I L D I N G ) 2 A5.1 5.01 8.01 9.01 9.02 1 A5.1 (E) LOBBY 101 2.07 2.07 EXISTING CONSTRUCTION SHALL REMAIN LEGEND PROPOSED CONSTRUCTION; INTERIOR NON-LOAD-BEARING, FULL-HEIGHT M. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECTM. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD 1/ 9 / 2 0 2 5 8 : 2 2 : 3 6 A M 21.105 TENANT IMPROVEMENT (YOUTH ROOM) 2909 DAIMLER STREET SANTA ANA, CA 92705 A2.1 PROPOSED GROUND FLOOR PLAN COMPASS BIBLE CHURCH, TUSTIN SANTA ANA ARCHITECTURAL KEYNOTES ## DESCRIPTION 2.07 EXISTING EXIT DOOR WITH PANIC HARDWARE - V.I.F. 5.01 NEW INTERIOR NON-LOAD-BEARING FULL-HEIGHT PARTITION: 6" 25 GA. MTL STUDS AT 16" O.C. MAX WITH ACOUSTIC BATT INSULATION FULL DEPTH OF STUD & 5/8" GYP. BD. BOTH SIDES 8.01 NEW INTERIOR 3'-0" W X 8'-0" H DOOR & FRAME: 1 3/4" SCW WOOD WITH WOOD VNR FINISH & PAINTED H.M. FRAME TO MATCH EXISTING ADJACENT DOORS. 9.01 ADJUST EXISTING FLOOR FINISH AT NEW PARTITION AS REQUIRED; PROVIDE NEW WALL BASE AT BOTH SIDES OF WALL TO MATCH EXISTING ADJACENT (MANUF: BURKE, PRODUCT: RUBBER MYTE TP, COLOR: ROCKY 660, HEIGHT: 2.5" - VERIFY) 9.02 PROVIDE NEW PAINTED FINISH AT BOTH SIDES OF NEW PARTITION TO MATCH EXISTING ADJACENT (MANUF: SHERWIN WILLIAMS, COLOR: SW7022 ALPACA - VERIFY) 1/8" = 1'-0"1PROPOSED FIRST FLOOR PLAN 2909 S Daimler St 4/16/2025 DN (OPEN TO BELOW) PROJECT NORTH TRUE NORTH 1 98765423 A B C 10 0 ' - 6 " ( E X I S T I N G O V E R A L L B U I L D I N G ) 201' - 1" (EXISTING OVERALL BUILDING) 36' - 2" 24' - 8" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 19' - 7"0' - 8" ADJACENT TENANT (NOT IN SCOPE) 50 ' - 3 " 50 ' - 3 " (E) HALLWAY 201 (E) OFFICE 202 (E) OFFICE 203 (E) OFFICE 204 (E) OFFICE 205 (E) OFFICE 206 (E) STOR 207 M. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECTM. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD 1/ 9 / 2 0 2 5 8 : 2 2 : 4 3 A M 21.105 TENANT IMPROVEMENT (YOUTH ROOM) 2909 DAIMLER STREET SANTA ANA, CA 92705 A2.2 EXISTING SECOND FLOOR PLAN (FOR REFERENCE ONLY) COMPASS BIBLE CHURCH, TUSTIN SANTA ANA 1/8" = 1'-0"1EXISTING SECOND FLOOR PLAN NO PROPOSED WORK AT SECOND FLOOR - PLAN SHOWN FOR REFERENCE ONLY 2909 S Daimler St 4/16/2025 (OPEN CEILING) 1 98765423 A B C PROJECT NORTH TRUE NORTH 10 0 ' - 6 " ( E X I S T I N G O V E R A L L B U I L D I N G ) 201' - 1" (EXISTING OVERALL BUILDING) 36' - 2 5/16" 24' - 7 11/16" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 19' - 7"8" ADJACENT TENANT (NOT IN SCOPE) 50 ' - 3 " 50 ' - 3 " (OPEN CEILING) (OPEN CEILING) (OPEN CEILING) EQ 20 ' - 0 " EQ EQ 16' - 0"EQ D D DD (R) 2 A5.1 (R) 26.01 26.02 2.04 23.01 23.02 2.05 2.05 YOUTH ROOM 123 (E) STORAGE 121 (E) AUDITORIUM 119 (E) LOBBY 118 (E) STORAGE 120 (E) HALLWAY 102 (E) OFFICE 109 (E) NURSERY 107 (E) I.T. ROOM 110 (E) MEETING ROOM 106 (E) MEETING ROOM 105 (E) MEETING ROOM 111 (E) MEETING ROOM 112 (E) LUNCH ROOM 113 (E) MEETING ROOM 103 (E) MEETING ROOM 104 (E) MEN 116 (E) WOMEN 117 (E) MEETING ROOM 114 EXISTING AREA TO REMAIN CEILING & LIGHTING LEGEND EXISTING ILLUMINATED EMERGENCY SIGN - CEILING / WALL MOUNTED PROPOSED SUSPENDED PENDANT LIGHT FIXTURE -B.O. FIXTURE = 14'-0" A.F.F.*D 1. MEANS OF EGRESS LIGHTING SHALL BE PROVIDED W/ AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT-CANDLE @ THE WALKING SURFACE. (C.B.C. §1008.2) 2. WHERE BUILDINGS, ROOMS, OR SPACES REQUIRE TWO OR MORE MEANS OF EGRESS AN EMERGENCY POWER BACKUP SUPPLY SHALL BE PROVIDED FOR A DURATION OF NOT LESS THAN 90 MIN. (C.B.C. § 1008.3 THRU §1008.3.4) 3. VERIFY ALL EXISTING CONDITIONS IN FIELD UPON DEMOLITION & NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES RELATED TO CEILINGS, STRUCTURE, LIGHTING, OR MECHANICAL INFORMATION. 4. DUCTWORK, CONDUIT, PIPE, WIRE, ETC. SHALL BE HIDDEN FROM VIEW & CONCEALED W/IN WALL FRAMING, FLOOR FRAMING, SOFFITS, CHASES, & CEILING PLENUM SPACES WHENEVER POSSIBLE. IF VISIBLE, DUCTWORK, CONDUIT, PIPE, WIRE, ETC. SHALL BE INSTALLED IN A NEAT & ORDERLY MANNER. EXT. FINISH SHALL BE MODIFIED (I.E. PAINT) TO MATCH NEAREST ADJACENT SURFACE. 5. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (C.B.C. §1013.3) 6. ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED & LABELED IN ACCORDANCE W/ UL 924. (C.B.C. §1013.5) 7. EMERGENCY POWER SUPPLY TO ILLUMINATE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MIN. 8. IN EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBY, CORRIDOR, & EXT. DOOR LANDING. EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MIN. & SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE & MIN. 0.1 FOOT-CANDLE @ FLOOR LEVEL. (C.B.C. 1008.3.4.) 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE INSTALLATION OF ALL TRADES, INCLUDING DUCTWORK, CONDUIT, UTILITY LINES, AND FIXTURES. AT EXPOSED/OPEN CEILINGS, DUCTWORK SHALL BE MOUNTED ABOVE LIGHT FIXTURES AS HIGH AS POSSIBLE -CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES AS TO MOUNTING HEIGHTS OF ALL EXPOSED COMPONENTS, OR ANY EXISTING UNFORESEEN CONDITIONS PREVENTING COMPLIANCE WITH MOUNTING HEIGHTS PER PLANS 10. ALL EXPOSED ELEMENTS SHALL BE PAINTED TO MATCH ADJACENT SURFACE UNLESS NOTED OTHERWISE. ALL EXPOSED REGISTERS SHALL HAVE FINISH TO MATCH ADJACENT SURFACE. NOTES RELOCATED SUSPENDED PENDANT LIGHT FIXTURE - B.O. FIXTURE = 14'-0" A.F.F.*D (R) *VERIFY FINAL EXISTING RELOCATED / NEW PENDANT LOCATIONS WITH EMERGENCY BACKUP REQUIREMENTS -SEE ELECT. M. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECTM. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD 1/ 9 / 2 0 2 5 8 : 2 3 : 0 1 A M 21.105 TENANT IMPROVEMENT (YOUTH ROOM) 2909 DAIMLER STREET SANTA ANA, CA 92705 A4.1 PROPOSED GROUND FLOOR REFLECTED CEILING PLAN COMPASS BIBLE CHURCH, TUSTIN SANTA ANA ARCHITECTURAL KEYNOTES ## DESCRIPTION 2.04 EXISTING OPEN CEILING WITH SCRIM SHEET O/ R-30 BATT INSULATION, TYP. - MODIFY, RE-ATTACH INSULATION AND REPLACE SCRIM SHEET AT NEW PARTITION LOCATION AS RQ'D 2.05 EXISTING EXIT SIGNAGE TO REMAIN - SEE ELECTRICAL FOR ALL REQUIREMENTS, VERIFY IN FIELD 23.01 NEW DUCT WITH SIDE REGISTERS PER MECHANICAL - MOUNT AS HIGH AS POSSIBLE AT OPEN CEILING 23.02 NEW WALL-MOUNTED TRANSFER GRILLE PER MECHANICAL - INSTALL SOUND BOOT AND PROVIDE ACOUSTICAL CAULKING AT ALL PENETRATIONS. PAINT DEVICE IN COMPLETE TO MATCH ADJ. WALL FINISH 26.01 EXISTING RELOCATED SUSPENDED PENDANT LIGHT FIXTURE, TYP. OF (2) 26.02 NEW SUSPENDED PENDANT LIGHT FIXTURE, TYP. OF (2) 1/8" = 1'-0"1FIRST FLOOR REFLECTED CEILING PLAN 2909 S Daimler St 4/16/2025 YOUTH ROOM 123 (E) STORAGE 121 6" 25 GA. MTL. STUD. @ 16" O.C. MAX; VERIFY STUD SIZE PER (1) LAYER 5/8" GYP. BD. FULL-HEIGHT OF WALL; SEE FOR FASTENING REQUIREMENTS ACOUSTIC BATT INSULATION FULL-DEPTH OF STUD 20 ' - 8 1 / 2 " ( E ) - V . I . F . A5.1 4 A5.1 5 (1) LAYER 5/8" GYP. BD. FULL-HEIGHT OF WALL EXISTING ROOFING ASSEMBLY O/ PLYWD SHEATHING, TYP. 6 A5.1 7 A5.1 EXISTING R-30 BATT INSULATION WITH SCRIM SHEET -MODIFY & RE-ATTACH AT NEW PARTITION AS RQ'D. NEW WALL BASE TO MATCH EXISTING ADJACENT, BOTH SIDES OF WALL EXISTING LUXURY VINYL FLOORING -VERIFY EXISTING CONC. SLAB EXISTING WD ROOF FRAMING, TYP. 1. ALL METAL STUDS USED SHALL BE PER ICC-ESR-3064P. 2. ALL BRIDGING, BLOCKING OR END BEARING STIFFENERS SHALL BE AS REQUIRED BY MANUFACTURER UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL STUDS SHALL CONFORM TO ICC-ESR-3064P. 4. UNLESS OTHERWISE NOTED ON PLANS, SEE FOLLOWING GUIDELINE FOR STUD SIZE & SPACING FOR INTERIOR PARTITIONS (DRYWALL FINISH ON BOTH SIDES). 5. TOP WIDE FLANGE SLIP TRACK ATTACHED TO STRUCTURE SHALL BE PER SCHEDULE BELOW. 6. PROVIDE NO. 6 TYPE 'S' DRYWALL SCREWS SPACED @ 12" O.C. FOR STUDS @ 24" SPACING, & 16" O.C. FOR STUDS @ 12" & 16" SPACING. 7. PROVIDE 16 GA. SLIP TRACK PER SLIP TRACK DETAIL. COMPOSITE LIMITING HEIGHTS, DEFLECTION LIMIT L/120, 5 PSF SIZE 600S125-33 SPACING 16" HEIGHT 32' -1" SPACING 24" HEIGHT 27' -10" NOTE: FASTENER PENETRATION: WOOD PENETRATION SHALL BE LONG ENOUGH TO PENETRATE INTO WOOD FRAMING MEMBERS NOT LESS THAN: • SCREWS -5/8" • NAILS -3/4" FASTENER PENETRATION: STEEL • SCREWS INTO METAL MEMBERS NOT LESS THAN 3/8" GYP. BD. THICKNESS 5/8" 5/8" 5/8" 5/8" 5/8" ERECTION OF FRAMING HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL MAX. FRAMING SPACING 24" O.C. 16" O.C. 16" O.C. 24" O.C. 24" O.C. MAX. NAIL SPACING 8" O.C. 8" O.C. 7" O.C. 7" O.C. 8" O.C. MAX. SCREW SPACING 12" O.C. 16" O.C. 12" O.C. 12" O.C. 12" O.C. TYPE SCREWS TYPE 'S' SCREWS TYPE 'S-12' SCREWS TYPE 'W' SCREWS ATTACHMENT APPLICATION GYP. TO LIGHT-GA. STL. FRAMING (NON-LOAD BEARING) GYP. TO HEAVY-GA. STIL. FRAMING (STRUCTURAL) GYP. TO WOOD FRAMING SCREW TYPE & APPLICATION TABLE FASTENER SPACING - (1) LAYER GYP. BD. 2" 1/2"1/2" (1) LAYER 5/8" GYP.BD. EA. SIDE MTL. STUD WALL PER PLAN W/ BATT INSUL. MTL. BOX BEAM @ HEAD PROVIDE SEALANT @ BOTH SIDES, TYP. PAINTED H.M. FRAME JAMB BEYOND S.C.W. DOOR WITH WD VNR FINISH 2" 1/ 2 " 1/ 2 " (1) LAYER 5/8" GYP.BD. BOTH SIDES MTL. STUD WALL PER PLAN W/ BATT INSUL. DBL. MTL. STUD PROVIDE SEALANT @ BOTH SIDES, TYP. PAINTED H.M. FRAME S.C.W. DOOR WITH WD VNR FINISH H.M. JAMB BEYOND BURKE FLOORING REDUCER TRANSITION STRIP AS RQ'D LUXURY VINYL TILE -VERIFY 1 2 MAX. SLOPE 1/ 4 " M A X . S.C.W. DOOR WITH WD VNR FINISH 5/ 8 " 1 1 / 4 " 5/ 8 " 2 1 / 2 " 1"1/4" SIDE VIEW SECTION WIDTH VARIES STUD WALL ISOMETRIC 1/ 2 " 1 1 / 4 " 1 1 / 4 " DRYWALL SCREWS, TYP. #8 x 9/16" WAFERHEAD FRAMING SCREWS @ EA. STUD TO TRACK (16" O.C. MAX.), TYP.; ENGAGE SCREWS @ LEAST 3 THREADS -DO NOT FULLY TIGHTEN SCREWS METAL STUD WALL SLOTTED TRACK STRUCTURE (2) #10 SMS SCREWS @ 16" O.C. 2x WD. BLKG. TO MATCH PURLIN SIZE (E) INSULATION W/ SCRIM (E) ROOF SHEATHING & FRAMING -VERIFY 16 GA. MIN. SLOTTED TRACK #8 WAFERHEAD SCREW EA. SIDE WALL PER PLAN W/ ACOUS. INSUL. FULL DEPTH OF STUD, WHERE OCCURS 5/8" GYP.BD. EA. SIDE (2) #10 SCREWS PER MEMBER A5.1 3 EXTEND WALL FRAMING, FINISH AND INSULATION TO B.O. ROOF DECKING 1 1 / 2 " (E) PLYWD. ROOF SHEATHING (2) 2x WD. BLKG. TO MATCH PURLIN SIZE (E) INSULATION W/ SCRIM (E) PURLIN FRAMING 16 GA. MIN. SLOTTED TRACK #8 WAFERHEAD SCREW EA. SIDE WALL PER PLAN W/ ACOUS. INSUL. FULL DEPTH OF STUD, WHERE OCCURS 5/8" GYP.BD. EA. SIDE (2) #10 SCREWS PER MEMBER MI N . 1/ 2 " A5.1 3 1 1 / 2 " PARALLEL PERPENDICULAR (E) CONC. SLAB FLOORING PER FIN. SCHED. SEALANT EA. SIDE WALL BASE PER FIN. SCHED. HILTI X-U UNIVERSAL POWER-DRIVEN FASTENER W/ 1" MIN. EMBED @ 16" O.C. (ICC #ESR 2269) MTL. STUD PER PLAN W/ ACOUS. BATT INSUL. FULL DEPTH OF STUD, U.N.O. (1) LAYER 5/8" GYP. BD. EA. SIDE 82 A5.1 +/ - 2 0 ' - 8 1 / 2 " ( E ) - V . I . F . 8.01 5.019.01 9.02 8 A5.1 10 A5.1 9 A5.1 23.02 ASSISTIVE LISTENING SYSTEMS AVAILABLE R 1/2" TYP. NOTES: 1. MIN. 1" LETTERS & NUMBERS WITH CONTRASTING BACKGROUND. 2. LOCATE SIGN IN VISIBLE LOCATION OR AS DETERMINED BY THE FIRE MARSHAL. 3. MOUNT AT HEIGHT PER 0' - 6 " 1' - 0" 14 A5.1 MAXIMUM OCCUPANCY XX PERSONS R 1/2" TYP. NOTES: 1. MIN. 1" LETTERS & NUMBERS WITH CONTRASTING BACKGROUND. 2. LOCATE SIGN IN VISIBLE LOCATION OR AS DETERMINED BY THE FIRE MARSHAL. 3. MOUNT AT HEIGHT PER 0' - 6 " 14 A5.1 SEE SIGNAGE NOTES, FOR MORE INFO. SIGNS SHALL BE MOUNTED AT LATCH SIDE OF DOOR PER EXIT R 1/2" , TYP. 6" 4" BRAILLE TEXT, TYP. RAISED TACTILE TEXT, TYP. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS & SPACES, RAISED LETTERS SHALL ALSO BE PROVIDED. THESE LETTERS SHALL BE SANS SERIF UPPERCASE SIZED PER 11B-703.5, AND ACCOMPANIED BY GRADE 2 BRAILLE SIZED PER 11B-703.3.1. 14 A5.1 15 A5.1 TYP. 9"EQ EQ 60 " M A X A . F . F . T O H I G H E S T C H A R A C T E R S 48 " M A X A . F . F . T O L O W E S T B R A I L L E F.F. 48" MIN. A.F.F. OR GROUND SURFACE, MEASURED FROM BASELINE OF LOWEST LINE OF BRAILLE CELLS & 60" MAX. A.F.F. OR GROUND SURFACE, MEASURED FROM BASELINE OF HIGHEST LINE OF RAISED CHARACTERS PER 2019 C.B.C. 11B-703.4.1 58 " M I N . - 6 0 " M A X . , T Y P . ME A S U R E D F R O M C E N T E R O F S I G N TO F . F . P E R 2 0 1 9 C . B . C . 7 0 3 . 7 . 2 . 6 WALL SIGN ALONG LATCH SIDE OF DOOR (OR NEAREST ADJACENT WALL) W/ CLEAR FLOOR SPACE OF 18" x 18", CENTERED ON TACTILE CHARACTERS, PROVIDED BEYOND ARC OF DOOR SWING, TYP. PER 2019 C.B.C. 11B-703.4.2 DOOR SIGN, TYP. 1. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32" (0.794 MM) MINIMUM & SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY BRAILLE (SEE NOTE #4 BELOW). 2. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" (15.9 MM) & A MAXIMUM OF 2" (51 MM) HIGH, BASED ON HEIGHT OF UPPERCASE LETTER "I". (2019 C.B.C. 11B-703.2.5) 3. PROPORTIONS: VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE WIDTH OF UPPERCASE LETTER "O" IS 60% MINIMUM & 110% MAXIMUM OF HEIGHT OF UPPERCASE LETTER "I". STROKE THICKNESS OF UPPERCASE LETTER "I" SHALL BE 15% MAXIMUM OF HEIGHT OF CHARACTER. (2019 C.B.C. 11B-703.2.4 & 11B-703.2.6) 4. BRAILLE: CONTRACTED (GRADE 2) BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. BRAILLE DIMENSIONS SHALL COMPLY WITH 2019 C.B.C. TABLE 11B-703.3.1. MI N . 0. 3 9 5 " MA X . 0. 4 0 0 " 0.100" 0.300" 0. 0 5 9 M I N . 0. 0 6 3 M A X . 0. 0 3 7 " M A X . 0. 0 2 5 " M I N . BRAILLE DOT RAISED SECTION: ROUNDED DOT (ACCEPTABLE) SQUARE DOT (NOT ACCEPTABLE) BRAILLE CELL M. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECTM. STEVEN CAMP C-18,407 JUN. 30, 2025 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD 1/ 9 / 2 0 2 5 8 : 2 3 : 1 0 A M 21.105 TENANT IMPROVEMENT (YOUTH ROOM) 2909 DAIMLER STREET SANTA ANA, CA 92705 A5.1 SECTIONS & DETAILS COMPASS BIBLE CHURCH, TUSTIN SANTA ANA 1/2" = 1'-0"2WALL SECTION 12" = 1'-0"6INT. NON-LOAD-BEARING PARTITION SCHEDULE 12" = 1'-0"7GYP. BD. FASTENER SCHEDULE DOOR NOTES 1. PANIC HARDWARE SHALL BEINSTALLED WHEN OCCUPANT LOAD IS GREATER THAN 50, U.N.O. 2. EXIT DOORS SHALL ONLY BE EQUIPPED W/ NO-KNOWLEDGE, SINGLE-ACTION HARDWARE. LOCKS THAT REQUIRE KEYS (SUCH AS DEAD BOLTS) OR ADDITIONAL ACTIONS TO OPERATE (SUCH AS MANUAL BOLTS) ARE NOT PERMITTED. (C.B.C. §1010.1.9, §1010.1.9.4, §1010.1.9.5) 3. CHANGES IN LEVEL BETWEEN 1/4 IN. HIGH MIN. & 1/2 IN. HIGH MAX. SHALL BE BEVELED W/ A SLOPE NOT STEEPER THAN 1:2. (C.B.C. §11B-303.3) 4. THRESHOLDS @ DOORWAYS SHALL NOT EXCEED 1/2" A.F.F. OR LANDING FOR OTHER DOORS. RAISED THRESHOLDS & FLOOR LEVEL CHANGES GREATER THAN 1/4" @ DOORWAYS SHALL BE BEVELED W/ SLOPE NOT GREATER THAN ONE UNIT VERT. IN TWO UNITS HORZ. (C.B.C. § 1010.1.7) 5. DOOR HARDWARE SHALL BE INSTALLED 34" MIN. & 44" MAX. A.F.F. (C.B.C. §1010.1.9.2 & 11B-404.2.7) 6. PROVIDE BACKING BEHIND ALL WALL-MOUNTED DOOR STOPS. 7. FORCE OF PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 LBS. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING & FOLDING DOORS, DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 LB. FORCE. (C.B.C. §1010.1.3) 8. ALL DOORS W/ LATCH & LOCK SHALL HAVE SINGLE-ACTION LEVER HARDWARE WHICH RETRACTS BOTH LOCK & LATCH FROM EXIT SIDE W/ A SINGLE OPERATION. (C.B.C. §1008.1.9.5, ALTERNATE: PROVIDE A SIGN PER C.B.C. §1008.1.9.3) 9. CONTRACTOR SHALL VERIFY CONDITION OF EXISTING EGRESS DOORS & MAKE ADJUSTMENTS &/OR REPAIR DOOR HARDWARE SO THAT DOORS COMPLY W/ REQS. OF C.B.C. §11B-404; INCLUDING DOOR THRESHOLD (C.B.C. §11B-404.2.5), DOOR HARDWARE (C.B.C. §11B-404.2.7), CLOSING SPEED (C.B.C. §11B-404.2.8), OPENING FORCE (C.B.C. §11B-404.2.9) DOOR HARDWARE (2)HINGES BB1279 4 1/2 X 4 1/2 NRP CLR HA 1 STOREROOM LOCK 3480 ARC SFIC US26D HA 1 SFIC CORE 3969 US26D HA 1 CLOSER 5100 5124-PSHOSA ALM HA 1 KICK PLATE 190S 10" X 2" LDW CSK US32D HA 3" = 1'-0"8TYP. INTERIOR DOOR HEAD 3" = 1'-0"9TYP. INTERIOR DOOR JAMB 3" = 1'-0"10TYP. INTERIOR DOOR SILL 3" = 1'-0"3SLIP TRACK 3" = 1'-0"4PARTITION @ ROOF 3" = 1'-0"5PARTITION @ FLOOR 1/4" = 1'-0"1INTERIOR ELEVATION ARCHITECTURAL KEYNOTES ## DESCRIPTION 5.01 NEW INTERIOR NON-LOAD-BEARING FULL-HEIGHT PARTITION: 6" 25 GA. MTL STUDS AT 16" O.C. MAX WITH ACOUSTIC BATT INSULATION FULL DEPTH OF STUD & 5/8" GYP. BD. BOTH SIDES 8.01 NEW INTERIOR 3'-0" W X 8'-0" H DOOR & FRAME: 1 3/4" SCW WOOD WITH WOOD VNR FINISH & PAINTED H.M. FRAME TO MATCH EXISTING ADJACENT DOORS. 9.01 ADJUST EXISTING FLOOR FINISH AT NEW PARTITION AS REQUIRED; PROVIDE NEW WALL BASE AT BOTH SIDES OF WALL TO MATCH EXISTING ADJACENT (MANUF: BURKE, PRODUCT: RUBBER MYTE TP, COLOR: ROCKY 660, HEIGHT: 2.5" - VERIFY) 9.02 PROVIDE NEW PAINTED FINISH AT BOTH SIDES OF NEW PARTITION TO MATCH EXISTING ADJACENT (MANUF: SHERWIN WILLIAMS, COLOR: SW7022 ALPACA - VERIFY) 23.02 NEW WALL-MOUNTED TRANSFER GRILLE PER MECHANICAL - INSTALL SOUND BOOT AND PROVIDE ACOUSTICAL CAULKING AT ALL PENETRATIONS. PAINT DEVICE IN COMPLETE TO MATCH ADJ. WALL FINISH 3" = 1'-0"11ASSISTIVE LISTENING SIGNAGE 3" = 1'-0"12MAX OCCUPANCY SIGNAGE 3" = 1'-0"13TACTILE EXIT SIGNAGE 1/2" = 1'-0"14SIGN MOUNTING 12" = 1'-0"15SIGNAGE NOTES 2909 S Daimler St 4/16/2025 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments ·Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. ·Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. ·If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. ·In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. ·Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11.*Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( )Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM SM SM 2909 S Daimler St 4/16/2025 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 2909 S Daimler St 4/16/2025